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Coronado Paint - Printed 04-14-1967r . jw- IDUTSIDE OF BUILDING(TY - - --- 23 1-011 OUTSIDE OF BUILDING•�TYP) { 3-0 -0 Z o Zr 2 4 D X p• ' 11 D — „ ''�¢ L----_ 1 II 1 I 11 „ s � �- 2 � 0 r HAIRf�•1WBAR OR I _ I I 7 I-i I I I I- I I r 2. =TIE RODS: AT •Ct OF EACH 3 a . 31a 314 , I, 1 Ig 1 I a t I a fit__._ 5„ , M, �m = f -- 14 2'' 14 r COLS. I'`s RIGID FRAME AND ON TYPE /� • -y M N 1 c IIE,rI �W I i �- 7 •'�^1 I .'O" ® +\V {T Y P) _ y , i , f iv/ �i, a $ ENb4iAL LS. G V ----' l N , - I I V. - _ - - - i lip �i • '' sff. 14, lw Irb I :t _ f FF f O It I N 11 1 / lWD_ ETAiL A DETAIL rB - -DETAIL D ZDETAIL " E" � 11 �� �. �......� DETAIL F DETAIL G _ DETAIL H �a • 1 WALK DOOR ANCHOR BOLTS -AB-I WITH I11 PROJECTION OVERHEAD DOOR BOLTS AB -I WITH I'rJPROJECTION DOOR BOLTS AB-J SLIDE DOOR BOLTS AB- I SILL GIRT B - A A 11 BOLT AB I SILL L L GIRT BOLT AB -I I A. _ � � - � �C �1 �� � C WITH_^I11 PROJECTION / I PROJECT ION` WITH 414 PROJECTION W/ 41 " PRO _. , -� , MAX.- PROJECTION C T I ON .� - - - - SIDE 11 B B� 10,3�4•� �B B i B -INA• - A, A • /Oz - 34" OUT TO ovT Of CONC. T PLAN 0 INT-ERMEDIATE P AN �_ n , ire i-o-o,. ry CORNER COLUMN END P 3 A - POST M • B YS p 2D 0 �,_ �„ r, --L 311 x 311 X.�/' OI- 61�8Y OTHERS) DETAIL „ _ / of END ". '� DETAIL -� DETAIL " ,C3 DETAIL STD. HEX NUT B wa,,HER '5 7 RAFTER �. 11 • - - ., DETAIL s � -- -1 • E N r 0 POST 2„ jy2r, �`,L $ �RIGID FRAME ,r COLUMN l Z f 411 �f 1 " - ,-ST D. HEX 11�►° 1 �Z'� �1g" I I r, , 'NUT •B WASHER X`. I c 6 x 6 10/ 10 / N. W. W. MESH - ,,• _� • Rods 0 '- r OTHERS) p ` 16X6- 4111 I - ; / I � � � j � ;bl MAC ►i I H E c� . ; �, �• W. W. BOLT W/STD. WASHER OR t` v MESH , BEND. j' 1� / - z-G7Xz� 90 2-0x(I I ..E_CTION {1H+/"111, SECTION-"C'_C�� 0 ,;� K,? �Oe CA v<f:o �r (END POST FOOTING) , QO I 1#8-1- m "SUP -PORT SILL GIRT _ - D(-6X6 10/10 W.W. MESH —4 4. '� o o (4) A D 3 (y1� I = c° t ~' 0 - Q 0 � - I I 4 � 1� A,,., , COLUMN SHEAR l �C' �A� ',,.,`;A,� ANCHOR ANGLE ` a rr _ 1 , _w 0 8" rr I I 4 8 l� o `� . ' C �� �' ` `f= BOLTS Q_ C •C ( I - p - - 3_ .4 - _ _\TIE -ROD '._, 0 '►`y I I ' [] BARS : C h1 T. OR HOOK I _ _z L I - 0 • I I - W It 11 / - SECTION B-e sub - - I STED -SHEAR 0 i G PRE I - - � '(GRADE BEAM? ANGLE INSTALLATION �VTED PR 1 6 w W SUGGESTED FOUf�t�DATION DE _ - olxlsr 4 19 7► v d _ - - - EEL BUILDINGS, Y I SEE GENE#iALAD NOTES) INC, j4 E N - 'Z ?LANr a, \\ I // '� H•- pwAL� POST REACTION A '° O I _ _ BUILDING COLUMN I -1,85 --_ REACTIONS (2)AB.' A `� I I �/ _ -- 0 L QA_D VERTICAL REACT_ FOR FO DATION DESIGN _ I (8 )AB 2-� a \ / µ ��. i2)AB_3 - rA-- I T.8 KI'I�SEv1_ } -THE VALUES SHOWN• ARF THE 12.2 KIPS i ) CRITICAL RtACTIONS F,OR 14.6 AIRS VARIOUS LOADING 51 CONDIiIoNS ��. E • r - - - -" ALL �/Al_ UE S' 'SHOWN' _ AF�� � - _ _ �----- - �-7.O KIPS ,,- ). N � , � F-+ • I ULTMATE DESIGN LC,A'Q �T O 8E� DETAIL A i; RESISTED 6Y THE F4 NDAT I0n15. o t� �� � � t�- A L S DETAIL DETAIL _..__ �' yCD f DETAIL ,. DETAIL " 11 , _Y LOAD-_ I`acTORS '-H .AND V. . a� � r ' ► - -T $ ..�me .`��$ f'{ -AND • V 4 O 1�; t�� - vo 34 20 NEI - ;- . _ _ y • . `� ,;, � H - 1, twN SIDE "All, . NCHOR OLT SET T I IVG PLAN v�s I v1-�co y•y �; WALK DOOR -ANCHOR BOLTS AB - I- WIT I PROJECTION V - - - _ , •i _ CRIT, _ _ z -f � 'CAL ULTIMATE REACTIONS_{KIPS) - � O ERHEAb DOOR BOLTS AB I WISH I-P�JECTIbR� SLED DOOR BOLTS AB - I DO R I-- . - " PROJECTION w - O BOLTS AB-1 SILL GIRT BOLTS AB -I j - _ 1 11 - - - - - - _. -- -- - -- - ____WITH I - - - �.. I P_R.OJECTION WITH I PROJECTION W/ 414" PROJECTfON SECTION "D-DIt REFERENCEQRAWIN ` � DETAIL J ►, I I - 1 ----- --- ---- - - -- ._____._-�-...r_--. -_ - �• - DETAIL K - DETAIL ''_J._' DETAI " _ — -- APPLiftBLE DRAWINGS IN �, cv L M DETAIL N ' DE L 11 P 11 11 cu - 'E" y. r,f � _ - TAI _ DETAIL RI` DETAIL IISor 1012 OH SECTION 3. OF ENGINEERING' -.aN I - N _ �` r _ _ DOOR +I or MANUAL. t ' CID ! 1/ I 11 r-°° „ = ---- - +w -� - _-a _ ��. + �' I�_�� DIXISTEEL • BLDGS; INC. to � J 3 4 3 4 I 3 4 - N 31 _- 14 (V I I I I� E ~ I •: .. . _ __ - a� DOES NOT ASSUME ANY RESPO E s ' 4 I ' , 14 �I 4COLS. .,_�`� sue.' ,. '°" OR LtA�I LITY FOR FOUND �5181UT1F . 4" = A ON. DESIGNS (TYP.) - {, } D TAILS SHOWN ARE Ip Y •. -� !U �-- •-�•�D /Z �O � � - ' -- • .. � .. u� E EREL-SUGGEST- ED FOR SOIL CONDITIOr�S aS DOTED C7 _.._ ��_ �__- • ' - • - - - - ' �• Y. �" .' 11 - --I� 1 ..__ LOCAL SOIL CONDITION - -- •O 4 - ., I - I _ - S MUST BE cv - D O - - i I CHECKED AND THE FOUNDATION DE- 011 I ' O TAILS DESIGNED ACCORDINGLY. — - OUTSIDE OF BUILDING (TY MIN, r - z ----- --- __ - ' _'GENERAL 1 _ OUTSIDE OF BUILDING (TYP) SECT I6N ,11E - E.11 3 A --- __ NOTES `_ ., -. 1 41 ANCHOR• BOLT -SCHEDULE NO. REVISION �q-r•E CHK. pIXISTEEL BLDOS. INC..- ATLANT-A, r E�'IRfi1A - ALL FOUNDATION MATERIALS AND LABOR TO 8E FURNISNE'D 8Y OTHERS-• t R t _ _ y A SUBSIDIARY OF.-AT`EAN•T1C STEEL ' CO_ 4 E X PA N S� O N 0R C O N STR UC T10 N�-- ,1•0 l �u �-S SHALL 8 E PR CN I D E D I N F OU N-fl ATI piV WALLS � M MARK • SIZE �- P R pJ •-' `• f � ABOVE DEs�Gr�� ARE. BASED ON - � �- _. � ` ANCHOR. _ . A• MINIMUM CONCRETE C011A PR S_BULT' RL.AN • E SIVE STRENGTH ANO SLABS•• MIDWAY BETWEEN COLUMNS. SPACING OF JOINTS SHALL NOT. 'EXCEED % Re-2- ' -0 2' �~ �?F'--3000 P S 1. AT •28 SAYS+ AND REIN FORCI NG TR a LTS - -- win UI�DATI.ONS ' . H •- - S ENGTH OF �.O,OQO� PSI` __ 3Q FEET - -:- - - - I ,.. - - - u e� -` _ _ _ - --- - I - _ SIZE RA >� 3, FO SHOWN' ARE BASED t .r; A8 I xI Hi. - ._.. • _ - oN C. C. _ o d/¢. Xd Z F: IVGS S - A 3000 PS.F `AL�QWA@LE 9EAItNG VALUE 5 TflP..OF F - . c QQTa Nt��iLO EXTEND A MINIM - OU.NDATION SHALL 8E SQUARE, �..EVEL. AND SM�JOTH WITH -;'ANCHOR B0LT5 AB- 3 3 '1�x t'-6 801.TS I NoTI= a. UM: OF fi INTO NATU RA1� �q1 L •. �OR W HE•R - / 4 _-BaL�s z . -. FI s t•J - „ E ACCU FIAT ELY SET •_.v - - - t Q or LL I USED, T11E I~ J Lt :MUST BE PR - - . _ _ - i _ - OPERLY COMPACTED _-WHERE CONDfTIONS VARY .�A« bwAwtil . ALt FOOTINGS MUST EXTEND BELOW FROST NONE Q FROM THOSE SH.Q�'WN AHa1�E , TrH E I` OUN DATION DESIGN . •MUST VA Y - 0 ZONE. -, ..; , - - •------_------.---.___ _ - _ -._ _-- _ FT At RQINGLY. — _ .�' a• :.•RAF♦. •.,r. • - / . _ - _ a• ---....- - ____... _ _.. R —".- --` ' .. y, + • - • - ' . • D A 1 tom! /S JO dD- �I -�P _4VAN (30; 40; 50 '60 ' WID TH - 5 34Ys) - . 3 - 7- 24 i-0 f 20'-d 20 PER BAY • SIDE "Bra 122-0OUT: TO OUT OF GIRT L 4 BAYS 2q-0sO-O,r fi9R-7Yp. T-21 --T-21 SR -2 5 SR • t2- R�-- --- - - - -� -LL -: -- P . G o 5 P 4 ` K617 ~ KB I7 P 1 -' r • r' .. _ - --- --�- (TYP) , (TYP} pSS P 5 P S S 77 • - - �• 114S GYP)` r - _ - St?-4S _ NOTE: ONE SKYLICWT Pe•e EACH 5jOE ' • • J -- - ___ _ -- --- - - � -' "- (TYP1 Ql OF RQ.Op7_,__L•OGATE0 @ BAYY ��YP. UN.) P8 �- -- p 3 t P8 p cfJ N• -�- W p -AVt t i 2 8 SPq Tp A • _ DR w _ _ _ CAS �\ OF cc i -311 UA f- ---- -- -- - --- --- - - -- ____ _ __ _ __ .--- ' . - ------i---------- ---- w. _. '2 RIDGE ROLL (DR VENTILATOR 2' ------ - � _._ t. - w �Z- = L. P4 P K _ - -� END C FRAMING _ _ --�- P'�a0­0 pp �� 0` P�"P PqN=/ -,� z T TYPE � E / W PQ S ---,-- 4 Sft"Y Ypv o I~- P� R -T- I (T YP) - P 9 w `N 1 --'� - -_ _ r _ + r ` j ' Rya -- •---_—_—. FloIle v io tG�o P� t3 .• - -- --- - - -- ---- - Q. - _ _-----__ j - .1 Q t , 0 // I _ . . _ .w w CA /_t Y v)- �\ 1 _ � do P p,4• T 2 (TYP) P 9 R •_ '� } I ., � - 9 - -- --•z--- 2r, OUT TO OUT OF . COCS ` r4� .SIDE iiArt = � � - _ - • . _ - -.. • • - ,. - - , OUT TO OUT • OF GIRT ---- ------=--- --- _ r TYPICAL CROSS SE��TION �'A-A'1 n . • _ _ ft R90F FRAMING PLAN - - - ,_ • - • - - END ii pit FRAMING - - TYPE lY E/W £ . - _ _ _. - _ • . o AIR R• r s P R PZ P,L ,J ' Q ;v V� 3 • i � • r ` ; NOTE. �,CCAt E COLS MAeKr.D ucsIC 6A4 W N E.2E S/w Cktq O PY 1 S T o F3� I-0C JED (SE Et. DWCG ► O C 6C_ 'Foe. CANopy FizA,M�NG) • ' V Pq SIDE A FRAMING Y _ . a LU E•t xx Q • • .. •. a `. - - . - ••. • t � �E'•r• Cl J ! • • ` L _. • _ PLEASE CONTACT ENGR. ,D�PT . ^ ... - r- tN,DG1''yUNA- 1l;ti4IFNSt0NS - PERTA;tViNG T4 THIS STRUCTURE ' • . ;. I, •I SIDE ' "Bit FRAMING - REQUIRED. IF - ' REFE • &C DRAWINGS NO, REVISION MADE CHK BY Y DATE ATLANTIC 5 T E E L C 0., AT L A N T A, G E 0 R G I A q0 - M1' �: DETAILS EM 5.100 DIXISTEL BUILDINGS • 4 t - ,STEEL _ • .�___ — ..,_-... —_._ ,_-._.fir _-._-._.-__. .__ _-----^_._-- _ _ _ • ,__._. _ _,-__. .- 5.110' . T P STD. STRUCTURALCONN. _ _...—_ _ - _ _.__ , RFC 60 14 X 12-2. FRAMING PLAN 5.1 i I I BCn T INFORMATION , OUST IN N` M��, CGI�OhiA� P��IhJ`i CCU - r • - - -- -' _----.._- -. .-_---- 5 t99 PANEL & FLASHING DETAILS .j T •_ ---- I ---- y , .2 I D r— END• DE::'t'A�1L - V - - - - - _ _. SCALE T 0PAwN 2-A SHEET OF REV CMECKEO -_- :• ti SBD Y'�. �VE2 N� AD L7 OD� VTOM ET 4.3 o f c A. tv o'1P V �. DATEJOB NO D"3 a3 ~�'7 uy 6A-4-r l w /t 1 a4, Sz X I